SHORT-TIME DEFLECTIONS OF SIMPLY SUPPORTED REINFORCED-CONCRETE CIRCULAR SLABS

被引:1
|
作者
DESAYI, P
MUTHU, KU
机构
关键词
Compendex;
D O I
10.1680/iicep.1981.1884
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Concrete products
引用
收藏
页码:323 / 339
页数:17
相关论文
共 50 条
  • [41] WARPING OF REINFORCED-CONCRETE SLABS DUE TO SHRINKAGE
    ABDULWAHAB, HMS
    JAFFAR, AS
    JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1983, 80 (02): : 109 - 115
  • [42] PRESTRESSED VS REINFORCED-CONCRETE FLAT SLABS
    DOWRICK, DJ
    NARASIMHAN, N
    CONCRETE, 1978, 12 (09): : 16 - 19
  • [43] YIELD CRITERION FOR REINFORCED-CONCRETE SLABS - CLOSURE
    JAIN, SC
    KENNEDY, JB
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1975, 101 (07): : 1614 - 1615
  • [44] WARPING OF REINFORCED-CONCRETE SLABS DUE TO SHRINKAGE
    GULYAS, RJ
    JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1984, 81 (01): : 100 - 102
  • [45] DEFLECTIONS OF REINFORCED-CONCRETE MEMBERS - A SIMPLE APPROACH - DISCUSSION
    GESUND, H
    SOLANKI, H
    JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1986, 83 (05): : 873 - 874
  • [46] LONG-TERM DEFLECTIONS OF REINFORCED-CONCRETE BEAMS
    BAKOSS, SL
    GILBERT, RI
    FAULKES, KA
    PULMANO, VA
    MAGAZINE OF CONCRETE RESEARCH, 1982, 34 (121) : 203 - 212
  • [47] DEFLECTIONS OF REINFORCED-CONCRETE MEMBERS - A SIMPLE APPROACH - REPLY
    PRETORIUS, PC
    JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1986, 83 (05): : 874 - 874
  • [48] PREDICTING DEFLECTIONS OF REINFORCED-CONCRETE BEAMS ANALYTICALLY - DISCUSSION
    ESPION, B
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1991, 117 (08): : 2551 - 2553
  • [49] FRACTALS DAMAGE FEATURES, MECHANISM AND THE DETERIORATION SIMULATION OF REINFORCED-CONCRETE SIMPLY SUPPORTED BRIDGES
    Tan Jianjun
    Zhang Bin
    PROCEEDINGS OF THE 12TH INTERNATIONAL CONFERENCE ON INSPECTION APPRAISAL REPAIRS AND MAINTENANCE OF STRUCTURES, VOLS 1 AND 2, 2010, : 1031 - 1036
  • [50] TENSION STIFFENING IN REINFORCED-CONCRETE SLABS - DISCUSSION
    SCANLON, A
    MURRAY, DW
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1980, 106 (01): : 359 - 361